CN109881627A - Medicining wave structure and its installation method - Google Patents
Medicining wave structure and its installation method Download PDFInfo
- Publication number
- CN109881627A CN109881627A CN201910216125.0A CN201910216125A CN109881627A CN 109881627 A CN109881627 A CN 109881627A CN 201910216125 A CN201910216125 A CN 201910216125A CN 109881627 A CN109881627 A CN 109881627A
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- steel
- pipe pile
- moso bamboo
- row
- connector
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- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000009434 installation Methods 0.000 title claims abstract description 11
- 244000302661 Phyllostachys pubescens Species 0.000 claims abstract description 60
- 235000003570 Phyllostachys pubescens Nutrition 0.000 claims abstract description 60
- 239000002689 soil Substances 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 82
- 239000010959 steel Substances 0.000 claims description 82
- 239000000945 filler Substances 0.000 claims description 11
- 239000003973 paint Substances 0.000 claims description 10
- 239000003755 preservative agent Substances 0.000 claims description 4
- 230000002335 preservative effect Effects 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 8
- 238000012423 maintenance Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 241000195493 Cryptophyta Species 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000008030 elimination Effects 0.000 description 2
- 238000003379 elimination reaction Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000005445 natural material Substances 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 210000000476 body water Anatomy 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Abstract
The invention belongs to the medicining wave structures and its installation method in hydraulic engineering ecological supporting field.Technical solution are as follows: steel-pipe pile is inserted into water-bed soil layer, the multiple rows of arrangement of steel-pipe pile;Moso bamboo is arranged between adjacent steel-pipe pile to arrange as barricade, the mud face of water-bed soil layer or more is arranged in moso bamboo row.It provides a kind of medicining wave structure and its installation method suitable for the biggish area of lake region wave, can effectively cut down wave and.
Description
Technical field
The invention belongs to hydraulic engineering ecological supporting field more particularly to a kind of local water to build lake region wave calmness
Domain and be arranged abatement wave construction and its implementation method.
Background technique
The anti-cyanobacteria engineering in country lake region, loke shore ecological wetland recovery project etc., which need to lay in lake region, at present blocks algae curtain,
But it blocks algae curtain to damage vulnerable to wave stroke, wave elimination facility need to be laid blocking algae curtain periphery, build flat water to block algae curtain.
Common wave elimination facility has the structures such as jackstone dike, close pile.Jackstone dike jackstone dosage is big, it is big to occupy storage capacity, and vulnerable to jackstone material
Source supply restricts, and especially in the area for lacking building stones, the imbalance between supply and demand of building stones becomes very prominent, also results in the increasing of investment
Add;Although close pile occupies that storage capacity is less, but the spacing between stake and stake is big to wave absorbing effect and Investment Influence, and stake spacing is small,
Economy is poor, and stake spacing is big, and wave absorbing effect is poor.
Summary of the invention
In view of the foregoing deficiencies of prior art, the present invention provides the one kind for being suitable for the biggish area of lake region wave
Medicining wave structure and its installation method, can effectively cut down wave and.
Basic technical scheme are as follows: steel-pipe pile is inserted into water-bed soil layer, the multiple rows of arrangement of steel-pipe pile;It is set between adjacent steel-pipe pile
Moso bamboo row is set as barricade, the mud face of water-bed soil layer or more is arranged in moso bamboo row.Steel-pipe pile alignment or can be staggeredly arranged, and arrange
Column can be staggeredly arranged in arbitrary shapes such as quincunx, zigzag, triangle, rectangles.
Based on above-mentioned technical characteristic, the two vertical sides of moso bamboo row are respectively embedded into and are fixed in steel guide groove;First steel is embraced
Hoop is embraced and is fixed on steel-pipe pile, and steel guide groove passes through the first connector and the first steel anchor ear connection.
Based on above-mentioned technical characteristic, central axes arrangement of the moso bamboo row between the steel-pipe pile of two sides, the purlin of lateral arrangement
It connects adjacent steel-pipe pile and forms frame, purlin deviates the central axes between the steel-pipe pile at both ends and avoids moso bamboo arrangement and sets;It encloses
Purlin is connect with the second connector, and the second connector is fixed on the second steel hoop, and the second steel hoop is installed on steel-pipe pile.Steel-pipe pile
Frame structure is formed with purlin, bigger stormy waves impact can be born, stability is also more preferable.Purlin can be channel steel, side in the present invention
The steel member of steel, I-steel or other sections.
Based on above-mentioned technical characteristic, the steel-pipe pile interlaced arrangement between row and row.
Based on above-mentioned technical characteristic, filler is poured into steel-pipe pile.Filler can be pea gravel concreten or plain concrete or its
Its material, it is of course also possible to not pour into any filler.
Based on above-mentioned technical characteristic, to make moso bamboo row be easy to submerged, the diabolo cylinder at the moso bamboo both ends of moso bamboo row is constituted
In pour into filler.Filler can be pea gravel concreten or plain concrete or other materials, it is of course also possible to not pour into any fill out
Material.
Based on above-mentioned technical characteristic, to make moso bamboo row be easy to submerged, can be punched on the ring that moso bamboo is arranged.
It, can be to being adopted in each embodiment since steel member works in wet environment based on above-mentioned technical characteristic
All steel members, which are required to do preservative treatment before the use, to be advisable.That is steel-pipe pile, steel guide groove, the first steel hoop, second
The first connector of steel hoop, purlin and the second connector apply anticorrosive paint in outer surface using preceding.
A kind of installation method of medicining wave structure, construction procedure are as follows:
1) injection steel-pipe pile: outer wall is coated with the steel-pipe pile of anticorrosive paint along reservoir area by the reservoir area sideline of enclosure as needed
Sideline hammers in water-bed soil layer, and filler is poured into steel-pipe pile;
2) install steel guide groove: by the first steel hoop for being fixed with the first connector and steel guide groove be installed on steel-pipe pile mud face with
On pile body on, steel guide groove, the first steel hoop, the first connector outer wall apply anticorrosive paint;
3) installation moso bamboo row: it is in a row with the wirerope concatenation moso bamboo for carrying out preservative treatment, it is poured into moso bamboo both ends diabolo cylinder
Filler, the every section punching of ring, moso bamboo is queued hang, slide into steel guide groove by hanging device;
4) purlin is installed: the second steel hoop for being welded with the second connector is installed on steel-pipe pile, purlin is connected with second
Fitting connection, the second steel hoop, the second connector, purlin outer wall apply anticorrosive paint.
In addition, in the present invention medicining wave structure ordinary maintenance maintenance measure are as follows: when in daily maintenance find moso bamboo row have corruption
It is rotten, breaking-up, it can directly extract moso bamboo row that is rotten, damaging out, be put into new moso bamboo row.
Medicining wave structure and its installation method of the invention, has the advantages that
1, the configuration of the present invention is simple is safeguarded convenient for day-to-day operation.Connected between steel guide groove and steel-pipe pile using the first steel hoop
It connects, it can be to be bolted between purlin and steel-pipe pile that the first steel hoop can be bolted for two halves circle plate.Daily
Maintenance, in maintenance, when partial component corrosion damage needs replacing, bolt can be unloaded, replace damaged component.Moso bamboo discharge is set
It is on-fixed structure in steel guide groove, rots, impaired moso bamboo row can facilitate taking-up to replace.
2, structure of the invention good economy performance, short construction period.Moso bamboo is natural material, cheap and easy to get.The medicining wave structure is applied
Working hour is not required to do cofferdam, especially to there is the engineering for crossing flood requirement, can quickly achieve the purpose that cut down wave.With saving
The advantage of investment and short construction period.
3, structure of the invention selection environmental protection, wave absorbing effect are good.The medicining wave structure main material first is that moso bamboo, be natural material
Material, while the gap of moso bamboo row will not obstruct water body inside and outside library again and exchange, and not will lead to water quality deterioration in library.Moso bamboo arranges structure can
Cut down wave height 80% or so.Engineering property and environmental protection have obtained taking into account well.
4, structure of the invention capacity of anti-storm is stronger.The frame knot that main structure adds purlin to connect using multirow steel tubes stake
Structure, compares Single row pillars, and wind and wave resistance performance and stability are more preferable.
Detailed description of the invention
Fig. 1 is shown as the planar structure schematic diagram of the medicining wave structure of the present embodiment.
Fig. 2 is shown as medicining wave structure library exterior side elevation.
Fig. 3 is shown as medicining wave structure inside-of-refrigerator elevation view.
Fig. 4 shows each component drawing that the first steel hoop is connect with steel guide groove.
Fig. 5 shows each component drawing that the second steel hoop is connect with steel guide groove.
Fig. 6 is shown as moso bamboo row.
Drawing reference numeral explanation
100 steel-pipe piles
200 steel guide grooves
210 first connectors
220 first steel hoops
300 moso bamboos row
310 wirerope
400 second steel hoops
410 second connectors
500 purlins
600 bolts
Specific embodiment
Specific embodiments of the present invention will be described in further detail with reference to the accompanying drawing.These embodiments are only used for
Illustrate the present invention, and not limitation of the present invention.
In the description of the present invention, it should be noted that term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second " are used for description purposes only, it is not understood to indicate or imply opposite
Importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can
To be mechanical connection, it is also possible to be electrically connected;It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning in the present invention.
In addition, in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more.
As shown in Figs. 1-3: the medicining wave structure specifically includes that steel-pipe pile 100, steel guide groove 200, moso bamboo arrange 300, purlin 500
Deng.Steel-pipe pile 100 is arranged into two rows along the reservoir area periphery of required enclosure, is inserted into lakebed soil layer, is in quincunx distribution.Institute in figure
The arrangement mode of the steel-pipe pile shown is only a kind of signal, and steel-pipe pile can also be arranged in three rows or more row, and arrangement form is unlimited.Steel
200 vertical axis direction of guide groove is parallel with 100 vertical axis of steel-pipe pile, and steel guide groove 200 is welded in the by the first connector 210
One steel hoop, 220 outer wall, the first steel hoop 220 are distributed on the pile body in 100 mud face of steel-pipe pile or more.
As shown in figure 4, the first steel hoop 220 is two blocks of semicircular steel plates, outside is connected with wing plate, passes through two bolts
600 link together wing plate.
As shown in fig. 6, moso bamboo is connected with wirerope 310 forms moso bamboo row side by side, it is inserted on adjacent two steel-pipe piles 100
Steel guide groove 200 in.To make moso bamboo be easy to submerged, pea gravel concreten, every section bamboo steel are inserted in moso bamboo both ends diabolo cylinder
The moso bamboo socket of cord concatenation enters in the steel guide groove 200 on adjacent two steel-pipe piles.Steel-pipe pile 100 and moso bamboo row 300 constitute every
From band, a piece of reservoir area can be isolated in lake region.The blocking that wave outside reservoir area is arranged by moso bamboo, energy is cut down, thus shape
At the Reservoir region environment of wave calmness.Moso bamboo row will not stop water body inside and outside library to exchange simultaneously, because without leading to water body water in library
Matter deteriorates.
As shown in figure 5, to increase the stability of medicining wave structure, disappear between unrestrained stake stake top position using purlin in front and rear row
500 connections, purlin 500 are connect by bolt 600 with the second connector 410, and the second connector 410 is welded on the of steel pipe stake top
On the side wall of two steel hoops 400.It is only to arrange one of purlin in steel pipe stake top shown in Fig. 1 to Fig. 3.It, can in Practical Project
Multiple tracks purlin up and down is arranged according to stress and stable requirement between moso bamboo row and steel-pipe pile, or is used and enclosed in stress weakness
Purlin reinforces entire medicining wave structure.Steel-pipe pile and purlin form frame structure, can bear bigger stormy waves impact, stability
Also more preferable.
The connection type of the connection type of the row of moso bamboo shown in above-described embodiment and steel-pipe pile, purlin and steel-pipe pile is only one
Kind signal, moso bamboo is arranged and the connection of the connection of steel-pipe pile, purlin and steel-pipe pile can also be using other steel constructions in the prior art
Connection type is completed, and the middle connection type using steel hoop, connector and steel guide groove is not limited to the present embodiment.
Moso bamboo can both arrange to form moso bamboo row with vertical array or transversely arranged or other angles.
Steel-pipe pile can be circular pipe, square pipe or other shapes.
Since steel member works in wet environment, all steel members are preferably required to do anti-corrosion before the use
Processing.
The invention further relates to the installation methods of the medicining wave structure, comprising the following steps:
1) steel-pipe pile 100 described in injection: outer wall is coated with the steel-pipe pile of anticorrosive paint by the reservoir area sideline of enclosure as needed
100 hammer in water-bed soil layer along reservoir area sideline, pour into pea gravel concreten in steel-pipe pile 100;
2) steel guide groove 200 is installed: the first steel hoop 220 for being fixed with the first connector 210 and steel guide groove 200 is installed on
On pile body more than 100 mud face of steel-pipe pile, steel guide groove 200, the first steel hoop 220,210 outer wall of the first connector apply anti-corrosion painting
Material;
3) install the moso bamboo row 300: in a row with the concatenation moso bamboo of wirerope 310 for carrying out preservative treatment, moso bamboo both ends are empty
Pea gravel concreten is poured into thick bamboo tube, moso bamboo row 300 is lifted by crane by hanging device, slides into the steel guide groove by the every section punching of ring
In 200;
4) purlin 500 is installed: the second steel hoop 400 for being welded with the second connector 410 is installed on steel-pipe pile 100, it will
Purlin 500 is connect with the second connector 410, and the second steel hoop 400, the second connector 410,500 outer wall of purlin apply anti-corrosion painting
Material.
Medicining wave structure of the invention also help day-to-day operation maintenance: when in daily maintenance find moso bamboo row have it is rotten, ruin
Bad, it can directly extract moso bamboo row that is rotten, damaging out, be put into new moso bamboo row.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, several improvement and replacement can also be made, these are improved and replacement
Also it should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of medicining wave structure, steel-pipe pile (100) is inserted into water-bed soil layer, it is characterised in that: the multiple rows of row of the steel-pipe pile (100)
Column;Moso bamboo is set between the adjacent steel-pipe pile (100) and arranges (300) as barricade, the moso bamboo row (300) is arranged described
It is more than the mud face of water-bed soil layer.
2. a kind of medicining wave structure according to claim 1, it is characterised in that: two vertical sides of the moso bamboo row (300)
It is respectively embedded into and is fixed in steel guide groove (200);First steel hoop (220) is embraced and is fixed on the steel-pipe pile (100), institute
Steel guide groove (200) are stated to connect by the first connector (210) with first steel hoop (220).
3. a kind of medicining wave structure according to claim 1 or 2, it is characterised in that: steel of the moso bamboo row (300) along two sides
Central axes arrangement between tubular pole (100), the purlin (500) of lateral arrangement connect the adjacent steel-pipe pile (100) and form frame
Frame, the purlin (500) deviate the central axes between the steel-pipe pile (100) at both ends and avoid described moso bamboo row (300) cloth
It sets, the purlin (500) connect with the second connector (410), and second connector (410) is fixed on the second steel hoop
(400) on, second steel hoop (400) is installed on the steel-pipe pile (100).
4. a kind of medicining wave structure according to claim 1, it is characterised in that: the steel-pipe pile (100) between row and row
Interlaced arrangement.
5. a kind of medicining wave structure according to claim 1, it is characterised in that: pour into filler in the steel-pipe pile (100).
6. a kind of medicining wave structure according to claim 1, it is characterised in that: constitute the moso bamboo two of the moso bamboo row (300)
Filler is poured into the diabolo cylinder at end.
7. a kind of medicining wave structure according to claim 1 or 6, it is characterised in that: punched on the ring of the moso bamboo row.
8. a kind of medicining wave structure according to claim 2, it is characterised in that: the steel-pipe pile (100), the steel guide groove
(200), first steel hoop (220) and the first connector (210) outer surface apply anticorrosive paint.
9. a kind of medicining wave structure according to claim 3, it is characterised in that: the steel-pipe pile (100), the steel guide groove
(200), first steel hoop (220), first connector (210), the purlin (500), second steel hoop
(400) and the second connector (410) outer surface applies anticorrosive paint.
10. a kind of installation method of medicining wave structure as described in claim 1, it is characterised in that:
1) steel-pipe pile described in injection (100): outer wall is coated with the steel pipe of anticorrosive paint by the reservoir area sideline of enclosure as needed
Stake (100) hammers in water-bed soil layer along reservoir area sideline, pours into filler in the steel-pipe pile (100);
2) steel guide groove (200) are installed: the first steel hoop (220) for being fixed with the first connector (210) and steel guide groove (200) is pacified
It is the steel guide groove (200), first steel hoop (220), described loaded on the pile body more than steel-pipe pile (100) mud face
First connector (210) outer wall applies anticorrosive paint;
3) install the moso bamboo row (300): in a row with wirerope (310) the concatenation moso bamboo for carrying out preservative treatment, moso bamboo both ends are empty
Filler is poured into thick bamboo tube, the moso bamboo is arranged (300) lifting by hanging device, slides into the steel guide groove by the every section punching of ring
(200) in;
4) purlin (500) are installed: the second steel hoop (400) for being welded with the second connector (410) is installed on the steel-pipe pile
(100), the purlin (500) is connect with second connector (410), second steel hoop (400), described second connect
Fitting (410), the purlin (500) outer wall apply anticorrosive paint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910216125.0A CN109881627B (en) | 2019-03-21 | Wave eliminating structure and installation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910216125.0A CN109881627B (en) | 2019-03-21 | Wave eliminating structure and installation method thereof |
Publications (2)
Publication Number | Publication Date |
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CN109881627A true CN109881627A (en) | 2019-06-14 |
CN109881627B CN109881627B (en) | 2024-04-26 |
Family
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110759479A (en) * | 2019-11-02 | 2020-02-07 | 苏州市水利设计研究院有限公司 | Landscape lake water quality purification system |
CN111893969A (en) * | 2020-07-22 | 2020-11-06 | 苏州大学 | Method for controlling lake region sediment pollution release and blue algae accumulation |
CN116607504A (en) * | 2022-11-30 | 2023-08-18 | 江苏建院营造股份有限公司 | Strong-rigidity truss type combined steel sheet pile supporting structure and construction process thereof |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20050025008A (en) * | 2003-09-05 | 2005-03-11 | 두우균 | construction method of steel reinforcing concrete breast wall for prevention of coastal corrosion |
CN2900621Y (en) * | 2006-04-26 | 2007-05-16 | 中国科学院南京地理与湖泊研究所 | Bamboo raft for clearing tide |
CN101387107A (en) * | 2007-05-16 | 2009-03-18 | 马兴华 | Ecological riverbank with pile type wave-protection structure |
JP2009114636A (en) * | 2007-11-02 | 2009-05-28 | Yasushi Tawara | Wave dissipating structure |
CN102409641A (en) * | 2011-08-30 | 2012-04-11 | 中交天津港航勘察设计研究院有限公司 | Combined environment-friendly floating wave dissipating device |
CN103898868A (en) * | 2014-04-08 | 2014-07-02 | 天津港航工程有限公司 | Novel high-pile wharf |
CN205712013U (en) * | 2016-06-08 | 2016-11-23 | 上海勘测设计研究院有限公司 | Wave attenuating device |
CN206204909U (en) * | 2016-11-28 | 2017-05-31 | 扬州浪涛清环保科技有限公司 | A kind of enclosure component for anti-blue-green algae engineering |
CN207211167U (en) * | 2017-05-08 | 2018-04-10 | 中铁七局集团第四工程有限公司 | Latch steel pipe and reinforced concrete combination pile cofferdam |
CN108797514A (en) * | 2018-07-14 | 2018-11-13 | 威海蓝博海洋装备有限公司 | A kind of flat wave attenuating device of pipe support |
CN108867544A (en) * | 2018-06-27 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | One kind disappears shipping agency waves revetment structure and construction method |
CN210194534U (en) * | 2019-03-21 | 2020-03-27 | 上海勘测设计研究院有限公司 | Wave eliminating structure |
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20050025008A (en) * | 2003-09-05 | 2005-03-11 | 두우균 | construction method of steel reinforcing concrete breast wall for prevention of coastal corrosion |
CN2900621Y (en) * | 2006-04-26 | 2007-05-16 | 中国科学院南京地理与湖泊研究所 | Bamboo raft for clearing tide |
CN101387107A (en) * | 2007-05-16 | 2009-03-18 | 马兴华 | Ecological riverbank with pile type wave-protection structure |
JP2009114636A (en) * | 2007-11-02 | 2009-05-28 | Yasushi Tawara | Wave dissipating structure |
CN102409641A (en) * | 2011-08-30 | 2012-04-11 | 中交天津港航勘察设计研究院有限公司 | Combined environment-friendly floating wave dissipating device |
CN103898868A (en) * | 2014-04-08 | 2014-07-02 | 天津港航工程有限公司 | Novel high-pile wharf |
CN205712013U (en) * | 2016-06-08 | 2016-11-23 | 上海勘测设计研究院有限公司 | Wave attenuating device |
CN206204909U (en) * | 2016-11-28 | 2017-05-31 | 扬州浪涛清环保科技有限公司 | A kind of enclosure component for anti-blue-green algae engineering |
CN207211167U (en) * | 2017-05-08 | 2018-04-10 | 中铁七局集团第四工程有限公司 | Latch steel pipe and reinforced concrete combination pile cofferdam |
CN108867544A (en) * | 2018-06-27 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | One kind disappears shipping agency waves revetment structure and construction method |
CN108797514A (en) * | 2018-07-14 | 2018-11-13 | 威海蓝博海洋装备有限公司 | A kind of flat wave attenuating device of pipe support |
CN210194534U (en) * | 2019-03-21 | 2020-03-27 | 上海勘测设计研究院有限公司 | Wave eliminating structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110759479A (en) * | 2019-11-02 | 2020-02-07 | 苏州市水利设计研究院有限公司 | Landscape lake water quality purification system |
CN111893969A (en) * | 2020-07-22 | 2020-11-06 | 苏州大学 | Method for controlling lake region sediment pollution release and blue algae accumulation |
CN116607504A (en) * | 2022-11-30 | 2023-08-18 | 江苏建院营造股份有限公司 | Strong-rigidity truss type combined steel sheet pile supporting structure and construction process thereof |
CN116607504B (en) * | 2022-11-30 | 2024-02-09 | 江苏建院营造股份有限公司 | Strong-rigidity truss type combined steel sheet pile supporting structure and construction process thereof |
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